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1 <br />1 <br />13 2427.66 9643.28 <br />24 2412.83 9611.48 30.16 29.66 65.00 6.32 <br />93931. <br /> <br />1 <br />1 <br />1 <br /> <br />1 <br /> <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br /> <br />I f <br />+r•+rsasssas+n+qsssssss+++rsrassss+rarssass+s++ss <br />SELECTED METHOD OF ANALYSIS: Spencer <br />(1973) <br />+swrrssass++s++ssassas+++wsarsassssrsassarauass <br />ss+r++rsssss»ss++++ssss+++r+rssss+s+++s <br />SUMMARY OF INDIVmUAL SLICE INFORMATION <br /> Slice x-bax y-base height width alpha bed <br />weight <br /> (h) (fi) (fi) (R) Ob) <br /> 1 1086.19 9208.86 15.61 36.04 -25.00 21.80 <br />67525. <br /> 2 1104.52 9200.22 31.59 .61 -38.17 21.80 <br />231]. <br /> 3 1177.46 9207.29 53.69 145.28 5.75 21.80 <br />936086. <br /> 4 1268.80 9216.48 81.04 37.40 5.73 21.80 <br />363721. <br /> S 1301.40 9219.75 85.25 27.80 5.73 .00 <br />284704. <br /> 6 1316.90 9221.30 83.70 3.20 5.73 .00 <br />32139. <br /> 7 1325.50 9222.17 80.50 14.00 5.73 -18.43 <br />135242. <br /> B 1333.00 9222.92 77.25 1.00 5.73 -18.43 <br />9270. <br /> 9 1415.50 9231.20 68.80 164.00 5.73 .00 <br />1309758 . <br /> 10 1517.75 9241.46 58.54 40.50 5.73 .00 <br />262644. <br /> II 1538.05 9243.50 56.50 .10 5.73 .00 <br />624, <br /> 12 1543.05 9243.71 56.29 9.90 2.48 .00 <br />61538. <br /> 13 1624.00 9247.21 83.19 152.00 2.48 21.80 <br />1369964 . <br /> 14 1845.00 9263.00 155.80 290.00 4.93 21.80 <br />4799204 . <br /> I S 2028.40 9287.50 204.66 76.80 17.35 21.80 <br />1655565 . <br /> 16 2067.60 9299.75 208.09 1.60 17.35 21.80 <br />34968. <br /> 17 2069.20 9300.25 208.23 1.60 17.35 21.80 <br />34997. <br /> 18 2183.98 9333.00 221.40 227.96 15.91 21.80 <br />5301008 . <br /> 19 2297.98 9365.50 234.50 .04 15.91 21.80 <br />986, <br /> 20 2298.18 9365.77 234.30 .36 51.87 21.80 <br />8860. <br /> 21 2320.13 9412.67 196.17 43.53 65.00 21.80 <br />696642. <br /> 22 2363.65 95(16.02 120.24 43.53 65.00 21.80 <br />549363. <br /> 23 239].71 9566.19 71.29 12.58 65.00 21.80 <br />44174. <br />ITERATIONS FOR SPENCER'S METHOD <br /> Iter p Theo FOS force FOS moment <br /> 2 14.8359 1.5326 1.5511 <br /> 3 15.0 134 1.5339 1.5326 <br /> 4 15.0074 1.5338 1.5339 <br /> SLICE BFORMATION ... contirwed <br /> Slice Sigma c•value phi U•bax U-top P-top <br />Delm <br /> (Ps0 (Ps0 Ob) (Ib) (Ib) <br /> l 3959.6 .0 40.00 0. 0. 0. .00 <br /> 2 6134.1 .0 14.00 0. 0. 0. .00 <br /> 3 6444.9 .0 14.00 0. 0. 0. .00 <br /> 4 9728.7 .0 14.00 0. 0. 0. .00 <br /> 5 10234.1 .0 14.00 0, 0. 0. .00 <br /> 6 10047.3 .0 14.00 0. 0. 0. .00 <br /> 7 9663.6 .0 14.00 0. 0. 0. .00 <br /> 8 9273.1 .0 14.00 0. 0. 0. .00 <br /> 9 7989.2 .0 14.00 0. 0. 0. .00 <br /> 10 6487.4 .0 14.00 0. 0. 0. .00 <br /> lI 6242.9 .0 14.00 0. 0. 0. .00 <br /> 12 6375.0 .0 14.00 0. 0. 0. .00 <br /> 13 9510.8 1600.0 15.00 0. 0. 0. <br />00 <br /> 14 16885.0 IG00.0 15.00 0. 0. 0. <br />00 <br /> IS 19706.6 1600.0 15.00 0. 0. 0. <br />00 <br /> 16 19981.6 1600.0 15.00 0. 0. 0. <br />00 <br /> 17 19995.0 1600.0 15.00 0. 0. 0. <br />00 <br /> 18 21527.1 16(10.0 15.00 0. 0. 0. <br />00 <br /> 19 22801.4 16011.0 15.00 0. 0. 0. <br />00 <br /> 20 15525.4 1600.0 15.00 0. 0. 0. <br />.00 <br /> 2I 7918.1 .0 40.00 0. 0. 0. .00 <br /> 22 4853.0 .0 40.00 0. 0. 0. .00 <br /> 23 2877.6 .0 40.00 0. 0. 0. .00 <br /> 24 1217.4 .0 40.00 0. 0. 0. .00 <br />SPENCER'S (1973) -TOTAL Stresses at center of slice <br />bax __-- ----_-__- <br />Slice Bax Normal Vertical Pore Warer <br />Shear <br />k x<oord Suess Suess Pressure Stress <br /> (fi) (PSf) (Ps0 (psf) (Psf1 <br />I 1086.19 3959.6 1873.6 .0 2166.1 <br />2 1104.52 6134.1 3790.3 .0 997.1 <br />3 1177.46 6444.9 6443.3 .0 1047.6 <br />4 1268.80 9728.7 9725.2 .0 1581.4 <br />5 1301.40 10234.1 10230.4 .0 1663.6 <br />6 1316.90 10047.3 10043.7 .0 1633.2 <br />1 <br />